首页> 外文会议>International Conference on Structural Mechanics in Reactor Technology >Fatigue crack growth and arrest under high-cycle thermal loading using XFEM in presence of weld residual stresses
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Fatigue crack growth and arrest under high-cycle thermal loading using XFEM in presence of weld residual stresses

机译:在存在焊接残余应力的情况下,使用XFEM在高循环热负荷下疲劳裂纹扩展和停止

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Cracks have been observed under thermal fatigue in some components made of stainless steel in PWR nuclear plants. This paper focuses on the effects of weld residual stresses (WRS) on fatigue crack growth, using Paris' law and extended Finite Element Method (XFEM). A thin pipe with a wall thickness of about 10 mm is considered. The loading is a combination of mean stress (Sm), WRS and a variable amplitude loading (VA) due to thermal fluctuations. Simulations are performed with software Code_Aster. Concerning crack growth without WRS, different parametric studies have been carried out. Crack growth rate of fully circumferential cracks subjected to a representative fraction of the VA signal is compared with that for semi-elliptical cracks (c/a = 10 or c/a=2). Moreover two cycle counting methods have been compared, using different applied thermal loading sequences. Relative to crack growth in presence of WRS: Welding simulation of 14 passes in 2D axisymmetric on a pipe with a chamfer was conducted to determine the WRS which is used as an initial stress field for crack growth studies. Four cracks with an initial length of 0.6 mm positioned at different heights in the pipe at the area of local effect of WRS have been considered. The results show that: in absence of crack growth threshold, important differences in crack growth rates are detected between cracks beginning propagation under small compressive WRS and the ones beginning under tension WRS. It seems possible to explain why some cracks already stopped at 2 mm depth while the others propagate deeper by using the stress intensity factor associated with (Sm+WRS) for different axial crack positions.
机译:在压水堆核电站中,在某些由不锈钢制成的部件由于热疲劳而观察到裂纹。本文使用巴黎定律和扩展有限元方法(XFEM),着重研究焊接残余应力(WRS)对疲劳裂纹扩展的影响。考虑壁厚约10mm的细管。载荷是平均应力(Sm),WRS和由于热波动而引起的可变振幅载荷(VA)的组合。使用软件Code_Aster执行仿真。关于不使用WRS的裂纹扩展,已经进行了不同的参数研究。将经受VA信号代表性分数的全周向裂纹的裂纹扩展速率与半椭圆形裂纹(c / a = 10或c / a = 2)的裂纹扩展速率进行比较。此外,已经比较了两种循环计数方法,使用了不同的热负荷顺序。相对于WRS存在下的裂纹扩展:在带有倒角的管道上进行2D轴对称的14道焊缝焊接模拟,以确定WRS,该WRS用作裂纹扩展研究的初始应力场。在WRS的局部影响区域中,已经考虑了四个初始长度为0.6 mm的裂缝,这些裂缝位于管道的不同高度。结果表明:在没有裂纹扩展阈值的情况下,在小压缩WRS下开始扩展的裂纹与在拉伸WRS下开始扩展的裂纹之间检测到重要的裂纹扩展速率差异。对于不同的轴向裂纹位置,通过使用与(Sm + WRS)相关的应力强度因子,似乎可以解释为什么某些裂纹已经在2 mm深度处停止,而另一些裂纹更深地传播了。

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